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Experimental investigation of the stress distribution in sandy foundation beds beneath a circular foundation with increasing load

  • Soil Mechanics
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. S. P. Timoshenko, Theory of Elasticity [in Russian], ONTI (1937).

  2. V. V. Sokolovskii, Statics of Noncohesive Media [in Russian], 3rd ed., Fizmatgiz (1960).

  3. I. V. Fedorov, Some Problems of Elastic-Plastic Stress Distribution in Soils in Association with Calculated Foundation Beds [in Russian], Engineering Collection (Inzhenernyi Sbornik), Institut Mekhaniki AN SSSR, Vol. 26 (1958).

  4. G. A. Skormin, "The method of determining boundaries of the plastic region on the basis of the elastic-plastic problem," Foundation Beds, Foundations, and Underground Construction [in Russian], Proceedings of the Fifth Scientific Conference of Young Scientific Workers of the Scientific-Research Institute of Foundations (1969).

  5. V. G. Berezantsev, The Axisymmetric Problem of the Theory of Limiting Equilibrium of Noncohesive Media [in Russian], Gostekhizdat (1953).

  6. V. N. Shirokov, V. I. Solomin, M. V. Malyshev, and Yu. K. Zaretskii, "The stress state and displacements of a ponderable nonlinearly deformed soil halfspace beneath a circular rigid plate," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1 (1970).

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Authors
  1. G. A. Skormin
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  2. M. V. Malyshev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 1–4, September–October, 1970.

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Skormin, G.A., Malyshev, M.V. Experimental investigation of the stress distribution in sandy foundation beds beneath a circular foundation with increasing load. Soil Mech Found Eng 7, 297–302 (1970). https://doi.org/10.1007/BF01704105

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  • DOI: https://doi.org/10.1007/BF01704105

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